00.1.Editor Note.Fm

International Journal of High-Rise Buildings International Journal of March 2018, Vol 7, No 1, 1-16 High-Rise Buildings https://doi.org/10.21022/IJHRB.2018.7.1.1 www.ctbuh-korea.org/ijhrb/index.php Dynamic Interrelationship between the Evolution of Structural Systems and Façade Design in Tall Buildings: From the Home Insurance Building in Chicago to the Present Kyoung Sun Moon† Yale University School of Architecture, 180 York Street, New Haven, CT 06511, USA Abstract The emergence of tall buildings in the late 19th century was possible by using new materials and separating the role of structures and that of non-structural walls from the traditional load-bearing walls that acted as both. The role of structures is more important in tall buildings than in any other building type due to the “premium for height”. Among the walls freed from their structural roles, façades are of conspicuous importance as building identifiers, significant definers of building aesthetics, and environmental mediators. This paper studies dynamic interrelationship between the evolution of tall building structural systems and façade design, beginning from the early tall buildings of skeletal structures with primitive curtainwalls to the recent supertall buildings of various tubular and outrigger structures with more advanced contemporary curtainwalls. Keywords: Tall buildings, Skeletal structures, Tubular structures, Diagrids, Outrigger structures, Curtainwall façades 1. Introduction through the wide openings between the perimeter columns. While traditional masonry structures on the building peri- Tall Buildings emerged in the late 19th century in the meter did the dual roles as both structures and façades, US. The Home Insurance Building of 1885 in Chicago the skeletal structures performed only as structures. There- designed by William Le Baron Jenny is generally consi- fore, façades in skeletal structures were supported by the dered as the first skyscraper by many because it was the structural frames, and this newly developed façade con- first multistory office building structured mostly with cept began to be called curtainwalls. With these new con- iron/steel frames. Prior to the Home Insurance Building, cepts of skeletal structures and curtainwall façades, which typical multistory office buildings were built primarily overcome the limitation of the traditional masonry struc- with masonry structures in which masonry walls perf- tures for tall buildings, the new building type has continu- ormed not only as structures but also as façades on the ously evolved rapidly. building perimeter. As buildings of masonry structures As a building becomes taller, the impact of lateral loads become taller, masonry walls become very thick toward becomes significantly larger. Eventually, for very tall build- the base. These thick masonry walls reduced the rentable ings, lateral loads, especially wind loads, generally govern area and limited the amount of natural light introduced to their structural design. Therefore, it is essential to design the interior space through the narrow and deep openings tall building structural systems to resist not only gravity on the perimeter. With only incandescent lamps which but also lateral loads efficiently. In many early multistory produced intense heat and no HVAC systems at that time, steel framed buildings, the columns and girders were rig- the interior work environment of the early tall masonry idly connected to resist lateral loads. Alternatively, or in office buildings was uncomfortable, especially at lower addition to the rigid connections, diagonal bracings were levels. In order to overcome this undesirable condition employed typically for interior frames around the build- and maximize rental incomes, skeletal structures were ing core to make the otherwise orthogonal frames to per- invented using iron/steel. form like triangulated vertical trusses to resist lateral loads With skeletal structures constructed with iron/steel, the more efficiently. strength of which is far higher than that of masonry units, As a building becomes very tall and slender, resisting much smaller areas were taken up by building structures. lateral loads by rigid frames or braced frames around the Consequently, abundant natural lights could be introduced building core becomes inefficient structural solutions. More efficient lateral load resisting systems were devel- †Corresponding author: Kyoung Sun Moon oped as the heights of tall buildings became greater and Tel: +1-203-436-8983; Fax: +1-203-432-7175 structural efficiency began to be considered more seri- E-mail: [email protected] ously for their economic developments. In various tubular 2 Kyoung Sun Moon | International Journal of High-Rise Buildings structures developed in the 1960s and 70s, the concept of 2. Early Tall Buildings of Skeletal Structures early skeletal structures is still used. However, major components of lateral load resisting systems are located The Home Insurance Building of 1885 was the first 10- over the building perimeter in order to maximize their story office building constructed with skeletal structures structural depth against lateral loads. In outrigger struc- for its significant portion including its street front perime- tures, also initially employed for tall buildings in the 1960s, ter walls. While the original height was 138 ft (42.1 m), the lateral load resisting system relies on the building two more stories were added in 1891 and its height was core designed to resist lateral loads. However, in order to increased to 180 ft (54.9 m). When it was demolished in increase the structural depth of the building, outrigger 1931, the building’s iron/steel frames were clearly revealed. trusses are extended out from the core and connected to However, it was also found that the columns and girders the perimeter columns. were not rigidly connected to resist lateral loads. Masonry Today, while applications of some of the traditional walls on the lot lines at the back of the building carried tubular structures, such as framed and bundled tubes, are most of the lateral loads instead. In addition, bricks sur- rare, diagrid structures have emerged as another preval- rounding the street front columns were not purely con- ently used new tubular structural system composed of structed as curtain walls, and granite stone masonry was perimeter diagonal members. Braced tubes are still widely employed for the street front exterior walls of the first used often in modified forms. In terms of outrigger two stories. Therefore, there has been some skepticism structures, the system is also very widely used for today’s about accepting this building as the first skyscraper of a tall buildings throughout the world. skeletal structure. However, as with most breakthrough The evolution of structural systems for tall buildings technologies, the importance of them lies in their poten- has primarily been based on the concept of providing more tial. The invention of skeletal structures and consequently efficient lateral load resisting systems. Therefore, devel- developed curtainwall concept for multistory office build- oping rational structural design ideas is of significant im- ings have led to the present state of the new building type, portance to produce structural configurations which can tall buildings, which was impossible with traditional mas- carry lateral loads with maximized structural depths and onry structures. more efficient mechanisms. Unlike the structural design, The column spacing along the long street front of the however, building façades, in addition to their environ- Home Insurance Building was about 11 ft (3.4 m). These mental performances, have been designed to a large deg- perimeter columns encased by brick layers were clearly ree based on more subjectively judged architectural aes- expressed on the façade. Since the column spacings were thetics, which has often been associated with many differ- almost identical, it could be reasonably assumed that their entisms or styles,. sizes were also almost identical for the same floors. How- The new building type, tall buildings, in the late 19th ever, their architectural expressions were different on the century was possible by the technological breakthrough building façade. The building’s corner columns and the of dividing the functions of structures and nonstructural columns on the column lines along the both side piers of walls including façades on the building perimeter. Since the entrances were more boldly expressed. In fact, corner then, the structural systems for tall buildings have conti- columns take less loads than the other columns due to nued to evolve. Nonetheless, they have mostly been some their smaller tributary area. Along the long street front, forms of skeletal structures especially on the building the bold expression of the granite masonry piers at the perimeters. With the new façade concept of curtainwalls entrance was not only architectural but also structural resulting from the invention of skeletal structures, tall because of the wide opening between them to produce the building façades have been designed with greater flexi- large entrance. The loads applied to the entrance piers bility and represented an extremely broad range of archi- were larger than those applied to the other piers. tectural design concepts from classical to medieval to The building façade design also shows vertically grouped modern. Based on these two paths of technological evolu- tiers of two or three stories using expressive bands

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